Solved question paper for SUR-2 May-2009 (DIPLOMA 4th)
Solved Question Paper
Surveying-2 May-2009
PSBTE • DIPLOMA • Cvil Engineering • 4th • May-2009
SUR-2 Surveying-2 for Punjab State Board of Technical Education, Diploma in Engineering, Civil Engineering 4th semester helps students find subject-wise previous year question papers for revision and practice. These papers are useful for understanding the exam pattern, repeated questions, and the kind of important topics usually asked in theory exams. BRpaper collects question paper references to make it easier to study by semester and subject. It is not the official website of the university or board, and students should use it as a preparation resource for finding old question papers and improving exam readiness.
Solved Questions
Solved-
Closely equispaced parallel contour lines represent __________ slope.Fill in the Blanks 1 Marks May-2009 • PSBTE DIPLOMA
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Dec 2018
SECTION-A
Q1. Fill in the blanks.
a. Closely equispaced parallel contour lines represents _________ slope.
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May 2016 Closely equispaced parallel contour lines represent steep slope.
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May 2007 Fill in the blank: Closely spaced contours indicate ________ slope.
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The horizontal distance between two consecutive contours is __________.Fill in the Blanks 1 Marks May-2009 • PSBTE DIPLOMA
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May 2022 The vertical distance between two adjacent contour is called _______.
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May 2022 The horizontal distance between the two adjacent contours is called ____________.
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Dec 2018
The horizontal distance between two consecutive contour is _________
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May 2017
The vertical distance b/w consecutive contours is known as…………
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May 2017 The vertical distance between consecutive contours is known as __________.
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Balancing of traverse is done by __________ rule.Fill in the Blanks 1 Marks May-2009 • PSBTE DIPLOMA
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May 2022 Balancing of traverse is done by transit rule.
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May 2017
Balancing of traverse is done by…………rule.
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May 2017
Balancing of traverse is done by transit rule.
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May 2017 Balancing of traverse is done by __________ rule.
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May 2017 Balancing of traverse is done by transit rule.
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May 2010 Balancing of traverse is done by rule _____.
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If the ratio of rise to horizontal distance is small, the line is called a __________.Fill in the Blanks 1 Marks May-2009 • PSBTE DIPLOMA
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The length of transition curve is __________.Fill in the Blanks 1 Marks May-2009 • PSBTE DIPLOMA
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Dec 2018
Length of transition curve is _______
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May 2010 The length of transition curve is equal to _____.
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The radius of 1° curve is 1719 m.True / False 1 Marks May-2009 • PSBTE DIPLOMA
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Abney level is used for measurement of horizontal angle.True / False 1 Marks May-2009 • PSBTE DIPLOMA
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May 2017
Abney level is used in Horizontal angle.
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May 2017 Abney level is used in horizontal angle.
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May 2006 Abney level is used for measuring horizontal angles.
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Planimeter is used for measurement of area.True / False 1 Marks May-2009 • PSBTE DIPLOMA
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In a closed traverse the algebraic sum of latitude and departure must be equal to zero.True / False 1 Marks May-2009 • PSBTE DIPLOMA
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There can be index error in horizontal circle.True / False 1 Marks May-2009 • PSBTE DIPLOMA
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The line joining equal elevations is called aMCQ 1 Marks May-2009 • PSBTE DIPLOMA
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Dec 2018
The line joining equal elevation is called ________
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May 2010 The line joining the equal elevation is known as a contour gradient.
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If contour lines cross one another it representsMCQ 1 Marks May-2009 • PSBTE DIPLOMA
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May 2010 If contour lines cross one another they represent _____.
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The size of a theodolite is determined byMCQ 1 Marks May-2009 • PSBTE DIPLOMA
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May 2016 The size of theodolite is determined by __________.
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The line of collimation should be perpendicular to the vertical axis.MCQ 1 Marks May-2009 • PSBTE DIPLOMA
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May 2019 The line of collimation should be perpendicular to the ________.
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May 2018
The line of collimation ……………. be perpendicular to the vertical axis
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Dec 2018
The line of collimation ________ is perpendicular to vertical axis.
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Dec 2017
The line of collimation should be perpendicular to the ……………………………………
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May 2006 The line of collimation ____ be perpendicular to the vertical axis.
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May 2005 The line of collimation should be perpendicular to the vertical axis.
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The additive constant in tacheometry can be made equal to zero.MCQ 1 Marks May-2009 • PSBTE DIPLOMA
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Explain the principle of tacheometry.Short Answer 3 Marks May-2009 • PSBTE DIPLOMA
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May 2021 What do you mean by tacheometry? Give principles of tacheometry.
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May 2020 What do you mean by tacheometry? Give principles of tacheometry.
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Dec 2007 Give the concept of tacheometry.
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Dec 2007 Describe the general principles of stadia tacheometry.
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What are the different types of vertical curves?Short Answer 3 Marks May-2009 • PSBTE DIPLOMA
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May 2021 What are the different types of horizontal curves?
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May 2007 List the various types of vertical curve and brief.
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What are the requirements of a transition curve?Short Answer 3 Marks May-2009 • PSBTE DIPLOMA
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May 2022 Write the requirement of an ideal transition curves?
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May 2017
Explain requirement of an ideal transition curves?
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May 2017 Explain requirements of ideal transition curves.
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May 2015 Explain requirements of an ideal transition curve.
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Dec 2011 What is a transition curve? Why is it provided and what are its requirements?
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May 2008 What are the requirements of a transition curve?
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May 1998 What are the characteristics of a transition curve?
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Explain successive bisection of arcs method for setting out a circular curve.Short Answer 3 Marks May-2009 • PSBTE DIPLOMA
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May 2008 Explain successive bisection of arcs method for setting out a circular curve.
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Explain the instrument used for enlarging and reducing plans.Short Answer 3 Marks May-2009 • PSBTE DIPLOMA
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What are the uses of contour map?Short Answer 3 Marks May-2009 • PSBTE DIPLOMA
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May 2022 What are the uses of contour map?
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May 2021 What are the advantages of contour map?
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May 2021 What are the different uses of contour map?
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May 2020 What are the advantages of contour map?
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May 2019 State the advantage or uses of contour map.
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Dec 2017
State the advantage or uses of contour map.
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May 2015 State the advantages or uses of contour map.
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May 2010 What are uses of contour maps?
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May 2008 Give uses of contour maps.
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May 2007 Define contour map. Explain its uses.
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How is area measured by a planimeter?Short Answer 3 Marks May-2009 • PSBTE DIPLOMA
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May 2008 How area can be measured with a planimeter?
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Explain transiting of theodolite.Short Answer 3 Marks May-2009 • PSBTE DIPLOMA
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May 2018
Write short note on swinging and transiting of theodolite
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May 2016 Explain traversing by method of deflection angles by theodolite.
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How is closing error in traverse balanced?Short Answer 3 Marks May-2009 • PSBTE DIPLOMA
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May 2006 What is closing error in a traverse?
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How would you find the height of an object whose base is inaccessible?Short Answer 3 Marks May-2009 • PSBTE DIPLOMA
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Dec 2018
How would find the height of an object whose base is Inaccessible ?
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Name the instruments used in tacheometry.Short Answer 3 Marks May-2009 • PSBTE DIPLOMA
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May 2022 Name various instruments used in Tacheometry.
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May 2008 Name instruments used in tacheometry.
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From the following data calculate the total volume of water impounded by trapezoidal and prismoidal formula:
Contour in metres: 4410, 445, 120, 425, 130
Area in square metres: 92, 140, 410, 890, 1158Long Answer 10 Marks May-2009 • PSBTE DIPLOMA -
Calculate the distances missing from the record of closed traverse:
AB = 305 m, reduced bearing N 05° E; BC = ? , S 40° E; CD = ? , S 28° W; DA = 484.14 m, N 85° WLong Answer 10 Marks May-2009 • PSBTE DIPLOMA -
For a traverse, the interior angles are ZA = 76° 12' 00", ZB = 112° 12' 00", ZC = 98° 12' 40", ZD = 130° 09' 20", ZE = 123° 14' 00" and bearing of AB = 217° 50' 20". Find the bearings of the other lines.Long Answer 10 Marks May-2009 • PSBTE DIPLOMA
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A simple circular curve of radius 350 m connecting two straight lines with deflection angle 60° is to be laid out. If chainage of point of intersection is 1305.5 m, find tangent length, length of curve, and chainage of commencement and end of curve.Long Answer 10 Marks May-2009 • PSBTE DIPLOMA
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May 2006 A simple circular curve of radius 350 metres connecting two straights with deflection angle of 60° is to be laid out. If the chainage of the point of intersection is 1305.50 metres, find the tangent length.
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May 2006 A simple circular curve of radius 350 metres connecting two straights with deflection angle of 60° is to be laid out. If the chainage of the point of intersection is 1305.50 metres, find the length of curve.
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May 2006 A simple circular curve of radius 350 metres connecting two straights with deflection angle of 60° is to be laid out. If the chainage of the point of intersection is 1305.50 metres, find the degree of curve.
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May 2006 A simple circular curve of radius 350 metres connecting two straights with deflection angle of 60° is to be laid out. If the chainage of the point of intersection is 1305.50 metres, find the chainage of point commencement of curve.
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May 2006 A simple circular curve of radius 350 metres connecting two straights with deflection angle of 60° is to be laid out. If the chainage of the point of intersection is 1305.50 metres, find the chainage of end of curve.
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FAQ
Frequently Asked Questions
Answers about this subject, solved papers, and preparation.
01 Where can I find SUR-2 Surveying-2 previous year question papers?
You can use this subject page to look for SUR-2 previous year question papers for the 4th semester Civil Engineering diploma.
02 Are subject-wise question papers available for this semester?
Yes, this page is meant to help students find subject-wise papers for SUR-2 and other 4th semester Civil Engineering subjects.
03 Can I download SUR-2 question papers in PDF format?
If a PDF version is available on the page, students can use it for revision and practice. Availability may vary by paper.
04 Will I find solved question papers or answer keys here?
This page is mainly for previous year question papers and preparation material. It does not guarantee solved papers or answer keys.
05 How do these papers help in exam preparation?
They help you revise important topics, understand the question pattern, and practice repeated questions before the exam.